ideCAD Static 8.503 update

[Levent Özpak]

hello, although I can't buy ide8.500, I am preparing projects on ide7. I have also updated ide8.503. On my computer with both ide7 and ide8.503 installed. I noticed the wall option in ide8. We already define the wall load. When we prepare the ide8 project, do we need to re-enter the load on the beam when we draw the wall? Would it be better to draw the system and analyze the wall, or is it healthy to just define the wall load like ide7? According to that, I plan to switch to ide8. Hello, When the wall is drawn on the beam, there is no need to adjust the wall load again from the beam settings. In this case, the program takes into account the wall loads drawn with the wall command. (Don't forget to determine the wall load according to the material used in the Wall Properties.) You can define the wall load by both methods.

 

[HakanŞahin]

hello, although I can't buy ide8.500, I am preparing projects on ide7. I have also updated ide8.503. On my computer with both ide7 and ide8.503 installed. I noticed the wall option in ide8. We already define a wall load. When we prepare a ide8 project, do we need to re-enter the load on the beam when we draw a wall?

Hello, in version 8, if you draw a wall on the beam, you do not need to define a wall load again.

system wall Would it be better to draw and analyze it, or is it better to just define a wall load like ide7?

You can use both. The wall object also allows defining a door/window. If a door/window is defined on the wall, the wall space is automatically deducted.

 

[actombo]

thank you for your answers. For example, the ground floor is a shop, the upper floor is an apartment, there is no wall on the lower floor to turn to. So the upper floor is more rigid than the lower floor. When we enter only the wall load in ide7, and draw and analyze the wall in ide8, will the result be the same?

 

[Levent Özpak]

thank you for your answers. for example, ground floor is shop, upper floor apartment, there is no wall on the lower floor to turn to. So the top floor is more rigid than the downstairs. When we analyze, will the result be the same? Tdy 2007 article item 2.3.2.3 )